Skip to main content

Blast-Induced Seismicity Impact on the Stability of Hydraulic Structures

  • Conference paper
  • First Online:
Proceedings of the 6th International Conference on Construction, Architecture and Technosphere Safety (ICCATS 2022)

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 308))

  • 301 Accesses

Abstract

In this article we analyze the influence of the blast-induced seismicity on the stability of hydraulic structures. It is known that when hydraulic tunnels are constructed during blasting works, both on the surface and in the underground space, one should take into account the influence of seismic effects on their stability. The task of forecasting and ensuring the stability of mine workings during earthquakes is very challenging because residual deformations appear in the rocks within shot points. Notably, during construction, blasting operations are often performed in the immediate vicinity of underground mines. This is the reason for limiting the number of massive blasts when the action of seismic waves should be taken into account. The analysis of this problem allowed us to conclude that under the influence of a seismic force, underground blasts can be used near existing dams and hydraulic structures and it does not have a dangerous influence on them.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 229.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 299.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 299.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Mining and blasting operations in hydraulic engineering (1973). Tula, p 175

    Google Scholar 

  2. Rechitskii VI (2015) The results of comprehensive studies at the site of underground structures of the Rogun HPP. Hydrotech Constr 12:29–40

    Google Scholar 

  3. Davlatshoev SK, Yatimov TA, Yatimov UA (2019) Research methods for seismoacoustic monitoring of large underground structures. In: ICCATS-2021: International Conference on Construction, Architecture and Technosphere Safety, Chelyabinsk, September 2019. IOP Conf Ser Mater Sci Eng, vol 687. Chelyabinsk, 044042

    Google Scholar 

  4. Stepanov VYa (1979) The stressed state of the rock mass in the area of construction of the Rogun hydroelectric complex. In: Stressed—the deformed state and stability of rocky slopes and quarry sides. Ilim, Frunze, pp 345−350

    Google Scholar 

  5. Yatimov AJ, Hasanov NM (2014) Ensuring the stability of mine workings in deep rock massifs. In: Proceedings of the 7th international science-to-practice conference, Tajik Technical University, Dushanbe 2014, pp 72−74

    Google Scholar 

  6. Ananin GP, AI Zuikov (1972) Mining works in hydraulic engineering. Tula, p 157

    Google Scholar 

  7. Yatimov AJ, Siyamardov Z, Khochaev P (2016) Consolidation of rocks in the construction of underground hydroelectric power plants. Bull Tajik Natl Univ 192:199–202

    Google Scholar 

  8. Khasanov NM, Yatimov AJ (2018) Analysis of seismic impact on the mine working support with a circular cross-section. J Kyrgyz State Tech Univ 45:302–312

    Google Scholar 

  9. Yatimov UA, Yatimov AJ, Yatimov EA (2020) The nature of the dynamic stress field formation around the underground hydraulic mine workings. In: ICCATS-2021: International conference on construction, architecture and technosphere safety, Sochi, September 2020. IOP Conf Ser Mater Sci Eng 962:032023

    Google Scholar 

  10. Yatimov AD, Suleimanova MA (2016) Factors influencing the process and parameters of displacement of rocks and the earth’s surface. Sci Innov 9:100–104

    Google Scholar 

  11. Nasonov ID (1992) Construction technology for underground structures. Construction of horizontal and inclined workings. Nedra, Moscow, p 300

    Google Scholar 

  12. Eristov VS, Mazur MM (1996) Design and construction of large dams. In: Underground works and improvement of rock foundations of dams. Leningrad, Energia Publishing House, p 202

    Google Scholar 

  13. Yatimov AJ, Yatimov TA, Yatimov UA (2019) Statistical analysis of field measurements during the excavation of mine workings and their assessment. In: ICCATS-2021: International conference on construction, architecture and technosphere safety, South Ural State University, September 2019. IOP Conf Ser Mater Sci Eng 687:044043

    Google Scholar 

  14. Khasanov NM, Yatimov UA (2018) Geological factors affecting the destruction of the stability of hydraulic tunnels. Bull Kyrgyz State Univ Constr Transp Architect 60:94–98

    Google Scholar 

  15. Yatimov UA, Yatimov AJ, Yatimov TA (2020) Consolidation of rocks in chamber workings and tunnels during the construction of underground hydroelectric power plants. In: ICCATS-2021: International conference on construction, architecture and technosphere safety, Sochi, September 2020. IOP Conf Ser Mater Sci Eng 962:032024

    Google Scholar 

  16. Zuikov AI, Mnatsakanov LN, Gerasimov VA (1972) Basics of blasting technology in industrial construction. Tula, p 205

    Google Scholar 

  17. Bulychev NS (1982) Mechanics of underground structures. Nedra, Moscow, p 271

    Google Scholar 

  18. Bashkuev EB, Beisebaev AM (1983) Design of blasting operations in industry. Nedra, Moscow, p 359

    Google Scholar 

  19. Khasanov NM, Yatimov UA, Yakubov AO (2018) Theoretical and experimental studies of seismic resistance of underground passages. In: ICCATS-2021: International conference on construction, architecture and technosphere safety, South Ural State University, September 2018. IOP Conf Ser Mater Sci Eng 451:012113

    Google Scholar 

  20. Khasanov NM, Yakubov AO, Yatimov UA (2018) Impact of ground transport on pedestrian undercrossings and shallow Subways. In: ICCATS-2021: International conference on construction, architecture and technosphere safety, South Ural State University, September 2018. IOP Conf Ser Mater Sci Eng 451:012112

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to U. A. Yatimov .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2023 The Author(s), under exclusive license to Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Yatimov, U.A., Yatimov, A.J., Safaraliev, N.S., Yatimov, I.A., Safarov, L.D. (2023). Blast-Induced Seismicity Impact on the Stability of Hydraulic Structures. In: Radionov, A.A., Ulrikh, D.V., Timofeeva, S.S., Alekhin, V.N., Gasiyarov, V.R. (eds) Proceedings of the 6th International Conference on Construction, Architecture and Technosphere Safety. ICCATS 2022. Lecture Notes in Civil Engineering, vol 308. Springer, Cham. https://doi.org/10.1007/978-3-031-21120-1_1

Download citation

  • DOI: https://doi.org/10.1007/978-3-031-21120-1_1

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-031-21119-5

  • Online ISBN: 978-3-031-21120-1

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics